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Home My WebLink AboutBuilding Plans9 1-Ur Uhl- W a thi pax th Fou-pai iftrarta TgM* -A� -fur SpeangAiano Famul Langth W32"ar qv"W PP, pvciod„ ar krk6ad pimnk 1%4Vq'A T. -0 n0FING ATTACHMENT RE' OUMM--ENTS- METAL ROOFING TO BE ATTACHED WITH CORROSION RESISTANT HEX -HEAD WOOD SCREWS #10 X MINIMUM WITH WEATHER SEALING WASHERS (MINIMUM 3/16" PENETRATION THROUGH DECK). FASTENERS SHALL BE PLACED THROUGH THE PANEL RIBS AT 12" ON CENTER ACROSS PANEL WIDTH AND SPACING ALONG THE RIBS AS FOLLOWS: ZONE I (FIELD): FASTENER SPACING = 16" O.C. ZONE 2 (PERIMETER/ RIDGE): FASTENER SPACING = 16" O.C. ZONE 3 (CORNERS): FASTENER SPACING = WO.C. PER FL# 17022.1 AW METAL ROOF PANELS SHALL BE SECURED TO T14EMSUPPORTS IN ACCORDANCE WITH THE APPROVED MANUFACTUREWS FASTENERS. ETAL PANELS SHALL BE ATTACHED PER MANUFACTURER'S E SPCIFICATIONS AND DETAIL THIS SHEET....... . .......... - --- - - ---- . . .... .. Planning & Development Services Department Building & Code Regulations Division SCOPE OF WORK OU�L, PER PLANS AS SHOWN 1 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 CONSTRUCT CARPORT REM Planning A Development Services Department - - - - - - - - - - - tions Division Building & Regula COMPLY WITH THE Build FuC,1,�V FOR •'Product Review Affidavit Compliance ANDIUST Design Load Com ALTERATION LEVEL 2 Certification for THIS IS AN BUILDINGS CHAPTER AND, EXISTING Project Name: ERWIN RESIDENCE Applicant: ------- ERWIN CARPORT REMODEL owners Name Building Permit 4 -------- Uwd of Attachment Project Address: 36 AQUA RA DRIVE M NOTES.: SUPPLIER, ECT. SHALL VERIFY ALL Glass SUBCOrqTp.CTOR, Product Rated ...xitifactuar model Number Product Approval ion Type: V C()NT ECT. RACTOR, Opening Design R Construct 1) THE �iB SITE, PLANS, SPECIFICATIONS' Product Number T occupancy Type: ------ CONDITIONS AT E PLANS WILL BE Desi nPressuie Permit #: DIMENSIONS, CONDITIC Pressures )T 11TAILED ON THESE STRUCTURAL FEATURES r*l( PROGRESSES. 2) STRU CONSTRUCTION PRO 14 A, RUCTIONS FOR USE: ,S CONSTR VAndows I, ENGINEER- TAKE PRECEDENCE OVER ADDRESSED BY THE iTIJESE DRAWINGS TA ALLwRiTTENDIME Mullions rofessional Of record NSIONS ON i signed, and sealed by the design P 3) must be completed, si all permit applications involving the following: SCALED DIMENSIONS. T -H THE FLORIDA BUILDING CODE rixed Glass This certification m Ly WITH dal with (2) copies for residential, (3.) copies for commercial TRUCTION MUST COI block Glass Submit 41) ALL CONS C -z-,Z,6 PLUMBING CODE, F11C (,�0_-P RESIDENTIJ, FA CONSERVATION, AND THE NEC (NFPA 0 New Residences (single or multi-family](FBC) 1-02-0, FB FBC107,6 ff-R`GY MECHANICAL CODE, 111din Glass Doors o Residential Addition 'I EDITION. ure requiring a building permit LJBLE WEATHERING AREA, AND IN, VERY swin T' Doors o Any accessory struct 5) RESIDENCE LOCATED IN NEG� A PER FRC 301 - "IOT,�" French Doors o Any non-residential structure. r structural elements are affected and HEAVy TERMITE INFESTA7 ONS MUST COMPLY WITH THE F.B.0 provided that no exterior S, REPAIRS, AN16LTERATI Gars Doors Note: Form not required for interior renovations Contact the # above for questions. 6) ALL ADDITION a FOR EXISTINGBUILDINGS_ discretion of the local building official. CO Hurricane Protection permits at the di certain minor building Roof Valid Won HMENT AND NOTES ON PLAN TG i "I 5vrR1mP FL#17O22. MIA SEE ATTACHMENT ete all that—alloyl i Roofing Material UTT X. 5 PTI NS USED: using ASCE 7- to - 10 Edition with 20 12_supplements us, STRUCTURAL NOTES e, WITH ASCE'7- f Florida _101-01M09— Code�L) Open !2�1) DESIGN JNACCORDAN - 1. DESIGN CODE: Enclosed X Partially Enclosed 2506SF (MIN.). Revised 07/2212014 2. Structure ne): IL BEARING CAPACITY'- ASoNRYSHALL BE, unte resistance to the Designed as (check 0 ry: C X D 2) so rT.. CONCRETE OR M nets provide adeq iV Exposure Category: IN CONTACT WI d X 11 111 Width: 5 ft 3) ALL LUMBER I blve approved their use in thisstructure. These pro 3. Risk Category. di! 132 ASD N/A LRFD End zone — I have the above components 0 170 mph PRESSURE TREATED. COMPONENTS DUE TO ly -j�— Roof :12 parapet: — by gurre, ;de seal 4. Design Wind Velocity N/A It F STUCTURAL COMPON h d ave reviewed resistance e. These prodoets provide adequate= e :above seal components .urre wind loads �au�dforces specified plan openings): SPLITING OR CRACYANG 0* P L L PA WELCH P.E. s. mean Roof Height: IS 4) D� ED HARDWARE t — H, clearly label on all i WELCH INC. Signature: Used: (PSF, based on losqft 151MR INSTALATION OF HARDWARE tNOT PERMITE OF SPECIFIED PAUL WE N/A TE INSTALLATION me: ----------- ON PLAN components & Cladding Design Pressures 60.5 OTHERWISE NOTED, P ULW LC�_i 29945 Date: 6 41.0 60.5 Zone 5: Garage: 5) UNLESS OTHERW INSTRUCTIONS AND STANDARD E 41.0 Zone 4: HE MAPS Design Prof:P PAUL WELCH FA--- cent, N.. 41.0 Zone 9: -76.2 N/A FACTURES INSTRUCT10 Design, PrZone 2: -123.0 ---------- Zone 1: 64.4 SHALL CONFORM TO T 87.9 20 Balcony. BEN 1) WITH 8d RING - N/A PSF pRACTICIES. -56.6 — ----- AvOrcruaD -T,(;, A pSF Roof/Dead: 5 PSF Roof/Live: CONCENTPATED UNLESS OTHERWISE NOTED, ROF SHEATHING TO BE 7. Design Loads: Floor* PSF Railings' N/A PLF 6) O.C. pF 'TER AND 6" O.C. FIELD. ....... i1 ......... . . ......... N A K NAILS AT 4- FL airs- N/A PSF Fence: ... .. ..... I too ... ..... .. SHANK U (,I f) r-- it L AV VA T-r, ...... .. .. .... N/A PSF St Dock: _PSF Deck: why Not: OP �A OF14 1 tl4c. ........ ............ _.!!/A ructure? _X .. �yes ---.Not Applicable Explain S. Were Shear Walls Considered For St 9. is A Continuous Load Path Provided? _JLyes Not Applicable Explain Why Not: il searing Pressure: 2500 pSF Soil Test Reports Submitted? 10. Design So ON MENT* spad cations have been designed to I certify that, to the best of my knowledge and belief, the attached plans & St. Lucie building codes currentlypted and enforced by comply with the applicable structural portions of the vide adequate resistance to the design County. I also certify that structural elements depicted on these plans pro 29945 5115 / �13-5 forces specified: Paul Welch P.E. Cert # & CO. Cert Auth. D print Name patil Welch Inc. 1-1 ON PLAN 12/17/2020 is IS4 S.W. 13iltmore St. Suite #114 port St. Lucie, FL =.= -------- — Sign ture Date, and Seal company Name & Address e- LE IPSCALE ,I -DE ELEVATION -4. .1 'A" SCALE, SHEIEF NUMMM RALI-L-WELCH- INC..':.. . Mfi'HAN7CAL-ZLECM1CAL. CIVIL HNG1JVEHR1)VG' st- surm f 14 W.*B147790RE tw1g. n�,V4984., .. . . . . . . .... PAUL jVMLCH, P JUN 2 4 2021 "SIMPSON" LSTA 24 JOIST TO JOIST OVER RIDGE WITH (7)- I Od EACH JOIST 2X 10 WOOD RIDGE JOIST "SIMPSON" LUS26 WITH (8)- 10d EACH JOIST METAL ROOFING OVER UNDERLAYMENT ON 19/32" CDX PLYWOOD ROOF I SHEATHING WITH 8D RING- SHANK NAILS AT 4" O.C. PERIMET ' ROOF CRICKET FLASH AND COUNTER FLASH ER AND 6 O.C. FIELD �/ �y j 2X8 WOOD JOIST AT 24" O.C. — SIMPSON STRAP HTS16 WITH 2X4 WOOD TOP PLATE WI'1':ll f (16)-10d X 1 %2" EACH JOIST '''W' X 3" LAG. SCREWS EACH. ` \\ JOIST (24" O.C.) ALUM. DRIP EDGE -1X6 T&G CLG WITH (1)- 2" STRAP EACH STUD 2X8 P.T. WD. FASCIA —`-- -- ----' AND BOTTOM PLATE' LONG FINISH NAIL. EWI H "SIMPSON" SP4 WITH (6) - IOD JOIST JOIST CUT DOWN TO 6" - NAILS OR "SIMPSON" H 2.5A ,. -- 2X6 WOOD COLLAR TIE EACH WITH (10)-8D NAILS (EVERY SIDE OF ROOF JOIST WITH (2)-. STUD) T&G SOFFIT PER SAME AS 'h" THRU BOLTS EACH END CLG STUCCO PER STRUCTURAL EVERY,,3RD JOIST (6'-0" O.C.) NOTE # (2)-1 '/4" X 18 MICROLAM GLUED AND NAILED W/ 16d 2 X 4 WOOD STUDS AT 16" NAILS AT 8" O.C. STAGGERED O.C. BOTH SIDES EXISTING STUDS TO REMAIN NEW STUDS PLACED +� BETWEEN EXISTING STUDS P.T. 2 X 4 WOOD BOTTOM PLATE WITH X 3" TAPCONS AT 24" O.C. WEEP SCREED =- \ EXISTING CONCRETE FOUNDATION �. SEE TYPICAL SECTION MORE INFORMATION COVER ALL MEMBERS IX CEDAR LUBER SIMPSON STRAP HTS 16 (16)-1Od X 1 '/," EACH JC X 18 MICROLAP GLUED AND NAILED W NAILS AT 8" O.C. STAG, BOTH SIDES (2) - %" THRU BOLTS POST NOTCHED TO FIT P.T. 8X8 WOOD POST WRAPPED WITH IX CEI SIMPSON ABU88 WITH 16d AND (2)- 5/8"-Q X 12" ANCHOR BOLT FINISHED GRADE EXISTING CONCRETE FOUNDATION TYPICAL POST DETAIL nts... "SIMPSON" LSTA 24 JOIST TO JOIST OVER RIDGE WITH (7)- 1 Od EACH JOIST 2X10 WOOD RIDGE JOIST "SIMPSON" LUS26 WITH (8)- 1 Od EACH JOIST 2X8 WOOD JOIST AT. 24" O.C. i "SIMPSON" MTS12 WITH (14)- %" CDX PLYWOOD ONE SIDE 10d X 1 %2" EACH EXISTING WITH (51 16d EACH MEMBER TRUSS.. 2X4 WOOD BOTTOM CHRD EXISTING TRUSS:.. I TYPICAL VALLEY DETAIL nts... I I � � �P•, _ " I 4-0 at a. N Cp ROOF FRAMING PLAN '14" SCALE DBL 4 CONT. WOOD TOP PLAT STRAEAC14 STUD TO TOP AND 7TTOM PLATE WITH "SIM ON" SP4 WITH (6) - I OD NAILOR "SIMPSON" H 2.5A WITHIO)-8D NAILS (EVERY ' STUD 2 X 4 `D STUDS @ 16" O.C. _ MAX yZ» Dz WALL 2 X 4•T, WD BOTTOM PLATE CON'i-`IUOUS W/ %" 0 X 3 1/2" MIN,'sMBED WEDGE ANCI)R BOLTS W/ 2" X 2" WASE RS ---- �NG CMU WALL EXIS` k- TYP.CAL KNEEWALL, SECTION nts... 11 Pf�`�r (772) 78ff 9888 I-.IIfA& _F_